Difference between revisions of "Curb cuts"

From LID SWM Planning and Design Guide
Jump to navigation Jump to search
Line 13: Line 13:
 
   
 
   
 
The proportion of water entering the bioretention cell under these flow conditions would be::
 
The proportion of water entering the bioretention cell under these flow conditions would be::
<math>R_c=1-\left ( 1-\frac{3}{9.71} \right )^{1.8}</math>
+
<math>R_c=1-\left ( 1-\frac{3}{9.71} \right )^{1.8}= 0.48</math>
  
 
==Curb cuts Gallery==
 
==Curb cuts Gallery==

Revision as of 01:21, 29 September 2017

Sizing[edit]

To completely capture linear flow travelling along a gutter perpendicular to a curb inlet, the inlet must be of width::

Where the intention is to capture only a proportion of the flow, the ratio of flow entering the curb inlet may be calculated::

Example[edit]

A curb cut of 3 m is proposed as an inlet for an offline bioretention cell receiving runoff from an adjacent roadway. The gutter and the curb are made from smooth concrete with Manning's 'n' = 0.013. The x-slope is 3% and the longitudinal slope of the road is 2%. The design storm produces flow of 0.08 m3/s.

The width of inlet to capture 100% of this flow is::

The proportion of water entering the bioretention cell under these flow conditions would be::

Curb cuts Gallery[edit]